弧形超高大跨度结构高架支模施工  

CONSTRUCTION OF HIGH BRACING AND FORMWORK TO SUPER-HIGH AND LARGE-SPANNED ARC STRUCUTRE

作　　者：李卫强 

机构地区：[1]秦皇岛市承建建筑工程有限公司,河北秦皇岛066000

出　　处：《建筑技术》2008年第7期540-542,共3页Architecture Technology

摘　　要：河北秦皇岛市文化广场剧场的弧形超高、大跨度结构混凝土预应力梁,采用高架支模体系施工,通过对施工方案、架体构造、安全及基础处理等采取有效措施,顺利完成施工。实践证明,该方案切实可行,安全实用,具有良好的经济和社会效益。High bracing and formwork system was spanned arc prestressed concrete beams at the Cultural used in the construction of the super-high and large Square Theater in Qinghuangdao, Hebei province. The construction was completed smoothly through taking effective measures for the construction program, frame structure constructions and safety as well as foundation treatment. Practice shows that it is a safe and feasible system that has good social-economical benefits.

关 键 词：模板工程 弧形超高支架 高架支模 

分 类 号：TU742[建筑科学—建筑技术科学]